SCOPUS 정보 검색 플랫폼

Engineering Structures

Volumn 24, Issue 10, 2002, Pages 1337-1348

Seismic assessment and design of R/C bridges with irregular congiguration, including SSI effects

(3) Kappos, A J a Manolis, G D a Moschonas, I F a

a ARISTOTLE UNIVERSITY OF THESSALONIKI (Greece)

Author keywords

Bridges; Design of piers; Earthquake induced response; Finite element analysis; Soil structure interaction

Indexed keywords

BRIDGE DECKS; BRIDGE PIERS; DYNAMIC LOADS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; RISK ASSESSMENT; SEISMOLOGY; SOIL STRUCTURE INTERACTIONS; STRUCTURAL DESIGN;

FOOTINGS; FOUNDATION SYSTEMS; PILE GROUPS;

CONCRETE BRIDGES;

BRIDGE; DESIGN; EARTHQUAKE; FINITE ELEMENT METHOD; REINFORCED CONCRETE; SEISMIC RESPONSE;

EID: 0036787076 PISSN: 01410296 EISSN: None Source Type: Journal
DOI: 10.1016/S0141-0296(02)00068-8 Document Type: Article

Times cited : (58)

References (18)

1
- 0003603252
- editors. Southampton: WIT Press
- (2000) Wave Motion Problems in Earthquake Engineering
- Kausel, E.¹ Manolis, G.D.²

2
- 0003805505
- New York: Wiley
- (1996) Siesmic Design and Retrofit of Bridges
- Priestley, M.J.N.¹ Seible, F.² Calvi, G.M.³

3
- 2142838609
- Experimental and numerical investigations on the seismic response of bridges
- Brussels
- (1996) ECOEST-PrEC8, Report No. 4
- Calvi, G.M.¹ Pinto, P.E.²

4
- 0003497969
- Pseudodynamic and shaking table tests on RC bridges
- Brussels
- (1996) ECOEST-PrEC8, Report No. 5
- Pinto, A.V.¹

5
- 0003698364
- (16th edition). Washington D.C
- (1995) AASHTO Standard Specifications for Highway Bridges

6
- 0026971863
- Geotechnical Special Publication 34, Piles under Dynamic Loads. New York: American Society of Civil Engineers
- (1992) Dynamic Soil-pile-structure Interaction: The State-of-Practice
- Hadjian, A.H.¹ Fallgren, R.B.² Tufenkjian, M.R.³

7
- 0003588243
- CEN Technical Committee 250/SC8, Eurocode 8, CEN. Brussels
- (1994) Design Provisions for Earthquake Resistance of Structures. Part 2: Bridges (ENV 1998-2)

8
- 0004315597
- CEN Technical Committee 250/SC8, Eurocode 8, CEN, Brussels
- (1994) Design Provisions for Earthquake Resistance of Structures. Part 5: Foundations, Retaining Structures and Geotechnical Aspects (ENV 1998-5)

9
- 0003734410
- Englewood Cliffs: Prentice-Hall
- (1994) Foundation Vibration Analysis Using Simple Physical Models
- Wolf, J.P.¹

10
- 4243548336
- SAP 2000. Version 7.0. Berkeley: Computers and Structures Inc. Publications
- (1999) Analysis Reference , vol.1-2

11
- 2142733822
- (in Greek with English summary), Master's Thesis, Department of Civil Engineering. Aristotle University. Thessaloniki, Greece
- (1999) Influence of Ground, Foundation and Superstructure Interaction on the Seismic Response of an R/C Bridge
- Moschonas, I.F.¹

12
- 0003588243
- CEN Technical Committee 250/SC8, Eurocode 8, CEN, Brussels
- (1994) Design Provisions for Earthquake Resistance of Structures, Part 1: General Rules (ENV 1998-1)

13
- 2142735039
- (in Greek), EPPO (Earthquake Planning and Protection Organization) Publication, Athens, Greece
- (1995) EAK: Hellenic Seismic Code

14
- 0025920015
- Analytical prediction of the collapse earthquake for R/C buildings: Suggested methodology
- (1991) Earthquake Engineering and Structural Dynamics , vol.20 , pp. 167-176
- Kappos, A.J.¹

15
- 2142738995
- Effect of analysis complexity on the calculated ductility demand of R/C bridge piers
- London, Sep. Paper 653 (to appear)
- (2002) CD ROM Proceed of the 12th European Conference on Earthquake Engineering
- Sextos, A.¹ Kappos, A.J.² Pitilakis, K.D.³

16
- 2142794809
- DIN 4014. Berlin: Beuth-Verlag GmbH
- (1990) Bored Cast-in-place Piles: Formation, Design and Bearing Capacity

17
- 2142779275
- (editor). Washington: Nuclear Regulatory Commission Publication
- (1981) Soil-structure Interaction: The Current State of Practice
- Johnson, J.J.¹

18
- 0026220910
- Formulas and charts for impedances of surface and embedded foundations
- (1991) Journal of the Geotechnical Division of ASCE , vol.117 , pp. 1363-1381
- Gazetas, G.¹

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.